The size characteristics of the soil particles are shown in the table below. Classify soil using:1. USDA Method2. AASHTO Method (Including group index)3. USCS Method (Full Soil Name not Symbol only)Size (mm)Percent finer4.7500932.0000770.0330690.0180550.0100420.0062330.0018240.001012From consistency limit test, the following results are determined:Liquid Limit32%Plastic Limit24%

Given data size (mm) % finer 4.75 93 2 77 0.033 69 0.018 55 0.01 42 0.0062 33…

The size characteristics of the soil particles are shown in the table below. Classify soil using: 1. USDA Method 2. AASHTO Method (Including group index) 3. USCS Method (Full Soil Name not Symbol only)

The size characteristics of the soil particles are shown in the table below. Classify soil using: 1. USDA Method 2. AASHTO Method (Including group index) 3. USCS Method (Full Soil Name not Symbol only)

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter2: Origin Of Soil And Grain Size

Section: Chapter Questions

Problem 2.12P: Repeat Problem 2.11 with the following data. 2.11 The grain-size characteristics of a soil are given...

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Concept explainers

Soil classification and characteristics

Soil classification is a method of categorizing soil based on its properties, types, and uses. The motive of soil classification is to arrange various types of soils and divide them into groups for various engineering and agricultural purposes. Soil classification is carried out by various agencies as per their purposes. From an engineering perspective, soil classification is done to find out the suitability of soil for various construction purposes like the construction of dams, foundations, highways, infrastructures, and so on. For engineering purposes, the soil is classified by the following systems:

Question

The size characteristics of the soil particles are shown in the table below. Classify soil using:
1. USDA Method
2. AASHTO Method (Including group index)
3. USCS Method (Full Soil Name not Symbol only)
Size (mm)
Percent finer
4.7500
93
2.0000
77
0.0330
69
0.0180
55
0.0100
42
0.0062
33
0.0018
24
0.0010
12
From consistency limit test, the following results are determined:
Liquid Limit
32%
Plastic Limit
24%

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